Summary for Test 2015-12-22-12-2
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 7285 DEA: 040120T4 EFIS: 0400000027 |
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DIST-CO-RTE-PM | 04-SF-80-12.6/13.9 |
Award Date | 11/27/2012 |
Closeout Date | Not set |
Work Description | CONSTRUCT BRIDGE, ROADWAYS, ELECTRICAL, BUILDINGS AND REMOVE BRIDGES |
Location Description | THE CITY AND COUNTY OF SAN FRANCISCO FROM THE YERBA BUENA TUNNEL TO 1.3 KM EAST OF THE YERBA BUENA TUNNEL |
QA Service Level | 1 (Verified on 10/29/2012) |
Sample Information
Sample Taken Date | 12/22/2015 | Sample Unique Key | 12 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 12/03/2015 |
Sample type | Acceptance | A brief description of the sample | Hinge W6RB and W8RB Bike Path Exp. Joint Lower Plate |
The quantity of what the sample constitutes | 2 cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Mohan | Last name of sampler or witnessed by | Ayadurai |
Title of sampler | TE Civil | Telephone number of sampler | 5108676121 |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Central Concrete | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Hinge W6RB and W8RB Bike Path Exp Joint Lower Plate |
Structure name | YBI EB OnRamp |
Material Information
Material Type | Concrete | The concrete mix design number | 98A5C2KS |
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The truck number from where the sample was collected | 1193 | The batch plant ticket number from where the sample was collected | 18146829 |
Concrete batch plant | 12 | The fabricator/manufacturer designation for the sample | MCM Construction |
A detailed description of where the material sample was collected | Back of Truck | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
DIME Sample ID: 2015-12-22-12
DIME Test ID: 2015-12-22-12-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-01-19
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mullins TTO
Date of test: 01/19/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 236289 lb
Maximum load on cylinder 2: 225461 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: no data
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 8385.0 psi
Compressive strength of cylinder 2: 8026.4 psi
Compressive strength (to nearest 10 psi): 8210 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 2
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 1/19/2016 ✔